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Permit D18-0278 - SABEY DATA CENTER PROPERTIES - SERVER AREA IMPROVEMENT FOR SECURITY
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D18-0278 SABEY DATA CENTER PROPERTIES 3355 S 120TH PL - BUILDING 5 THE ABOVE MENTIONED Page # DIGITAL Code RECORDS PERMIT FILE INCLUDES Exemption (DR) EXEMPTION LOG THE FOLLOWING REDACTED INFORMATION Rr1 Explanatory Description StatutelRule Personal Information — The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 45 DR2 Financial Information — RCW 42.56.230(4 5) account numbers, which are exempt from disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. 42.56.230(5) (7a) Redactions contain information used to prove identity, age, residential address, social security number or other personal information Personal Information — required to apply for a driver's license or RCW DR3 Driver's License. — RCW identicard. 42.56.230 42.56.230 (7a & c) (7c) Any record pertaining to a vehicle license plate, driver's license, or identicard issued under (7a & c) RCW 46.08.066 that, alone or in combination with any other records, may reveal the identity of an individual. Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW DR4 Attorney -Client Privilege — RCW 5.60.060(2)(a); RCW disclosure pursuant to RCW 5.60.060(2)(a), which protects attorney-client privileged 5.60.060(2)(a); RCW 42.56.070(1) communications, and RCW 42.56.070(1), which protects, under the PRA, information exempt or prohibited from disclosure under another statute. 42.56.070(1) SABEY DATA CENTER PROPERTIES, LLC 3355 S 120T" PL BLDG 5 D18-0278 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 1023049082 Permit Number: 3355 S 120TH PL BLDG 5 SABEY DATA CENTER PROPERTIES, LLC Issue Date: Permit Expires On: D18-0278 10/4/2018 4/2/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SABEY CORPORATION 12201 TUKWILA INTL BLVD 4TH FL , SEATTLE, WA, 98168 KIP KOLODZIEJSKI 10202 FIFTH AVE NE , SEATTLE, WA, 98125 SABEY CONSTRUCTION INC 12201 TUKWILA INTL BLVD 4TH FLOOR, TUKWILA, WA, 98168-5121 SABEYCI033KM SABEY 1220 TUKWILA INT'L BLVD 4TH FLOOR , SEATTLE, WA, 98168 Phone: (206) 547-1940 Phone: (206) 281-4200 Expiration Date: 1/12/2019 DESCRIPTION OF WORK: TENANT IMPROVEMENT TO AN EXISTING SERVER AREA TO SEPARATE FOR SECURITY PURPOSES. WORK INCLUDES SOME DEMOLITION, NEW PARTITIONS AND DOORS, NEW ACT, REFINISHING OF EXISTING FRAMING AND NEW FINISHES. Project Valuation: $140,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IA Electrical Service Provided by: TUKWILA Fees Collected: $3,235.67 Occupancy per IBC: B Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: r \,fi 1t Date: 10 - - I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: .�114--ZZ.Date:lC Print Name: /1/177.7 /i This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 18: Maintain fire extinguisher coverage throughout. 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 26: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 23: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 28: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 27: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 29: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 30: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 4046 SI-EPDXY/EXP CONC 0406 SUSPENDED CEILING CITY OF TUKKLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://vvvvw.TukwilaWA.gov Building Permit No. (A/ CTIF Project No. � Date Application Accepted: et Date Application Expires: //2I \ (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 3355 S. 120th P1 Tenant Name: Sabey Data Center Properties, LLC King Co Assessor's Tax No.: 102304-9082 Suite Number: SDC42-D Floor: 1st PROPERTY OWNER Name: Sabey Data Center Properties, LLC Address: 1220 Tukwila International Blvd. 4th Floor City: Seattle State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Kip Kolodziejski Address: 10202 5th Ave NE City: Seattle State: WA Zip: 98125 Phone: (206) 547-1940 Fax: Email: kip.kolodziejski@salasobrien.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Data Center Properties, LLC Address: 1220 Tukwila International Blvd. 4th Floor City: Seattle State: WA Zip: 98168 Phone: (206) 281-8700 Fax: Contr Reg No.: CC SabeyCI033KM Exp Date: 01/12/2019 Tukwila Business License No.: BUS -0102122 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Name: Company Name: KDW Salas O'Brien Company Name: N/A Architect Name: Brenda Ross Address: Address: 10202 5th Ave NE #300 City: Seattle State: WA Zip: 98125 Phone: (206) 547-1940 Fax: Email: brenda.ross@salasobrien.com State: ENGINEER OF RECORD Name: Company Name: N/A Address: Engineer Name: Address: State: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Stth Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIC- 206-431-3670 Valuation of Project (contractor's bid price): $ 140,000 Describe the scope of work (please provide detailed information): Tenant Improvement to an existing server area to separate for security purposes. and doors, new ACT, refinishing of existing framing and new finishes. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 42,642,700 Work includes some demolition, new partitions V.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: N/A Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: N/A Compact: Handicap: Will there be a change in use? ❑ Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM N/A 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l sl Floor 197,324 0 0 0 1A B 2nd Floor 183,369 5,513 0 0 1A B aid Floor 183,369 0 0 0 1A B Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: N/A Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: N/A Compact: Handicap: Will there be a change in use? ❑ Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM N/A 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFC✓IATION — 206-433-0179 Scope of Work (please provide detailed information): N/A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours O ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control O ...Backflow Prevention - Fire Protection Irrigation ❑. ❑ . ❑ . ❑. 0 .. Geotechnical Report ❑ .. Maintenance Agreement(s) 0 ... Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone 0 .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line 79 Domestic Water 0 ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public 79 99 99 99 91 WO # WO # WO # Private ❑ Private ❑ O .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 3 of 4 sair PERMIT APPLICATION NOTES —`"'r Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR UTHORIZED AGENT: Signature: (` Date: 08/28/2018 Print Name: Kip Kolodziejski Mailing Address: 10202 Fifth Ave NE #300 Day Telephone: (206) 547-1940 Seattle WA 98125 N:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,008.06 D18-0278 Address: 3355 5 120TH PL BLDG 5 Apn: 1023049082 $2,008.06 DEVELOPMENT $1,913.63 PERMIT FEE R000.322.100.00.00 0.00 $1,888.63 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $94.43 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15546 R000.322.900.04.00 0.00 $94.43 $2,008.06 Date Paid: Thursday, October 04, 2018 Paid By: SABEY DATA CENTER ASSET HOLDIN Pay Method: CHECK 2473 Printed: Thursday, October 04, 2018 9:39 AM 1 of 1 CP SYSTEMS Cash Register Receipt City of Tukwila Receipt Number R15309 DESCRIPTIONS ACCOUNT QUANTITY D18-0278 Address: 3355 S 120TH PL BLDG 5 Apn: 1023049082 PAID $1,227.61 $1,227.61 $1,227.61 $1,227.61 $1,227.61 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15309 R000.345.830.00.00 0.00 Date Paid: Friday, August 31, 2018 Paid By: KDW SALAS OBRIEN Pay Method: CHECK 52123 Printed: Friday, August 31, 2018 11:58 AM 1 of 1 CriWYSTEM5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PR -6271T Project:Z - it2 E/ , G � � Type of Inspection: 804-00/A/6 1 Address: 3'Y55- 5 o 5. Jae 7f L. Date Called: Special Instructions:�i nom, `�6- au _ /- " ' Date Wanted: a.m. 8 -u �9 p.m. Requester: j /vM1.17 Phone No:2t z5s ; (,7 / ,Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: of4- -0ff1G FiKA-� Inspector: Date: � 2% f? REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dig -02-73' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projectsc1/4.10 WA- (I Type of Inspection: frAMI Address 335 F1. a jz Date Called: Special Instructions: � 4-16- t/2. k, r pIf-10r B k, Date Wanted: 3 Q Req Phone z55....;,%71 ; 71 AApproved per applicable codes. O Corrections required prior to approval. COMMENTS: fl"n141 r`rt-_c7 Inspector: Date 3 -2-6kp REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: , /�,, 644W lAA-4" Type of Inspection: q 441 Address: i ,W4:5— 3 12071 PL-- Date Ca led: Special Instructions: Bfij c— t,!� , ,_aPhone & t , Qom= 1 Date Wanted:r %I'1itj ZP119 m. P.m. Requester: ,j 17-7 No: 20 L 26-S- 3`-7j LJApproved per applicable codes. COMMENTS: 4 Cor red .rior to a.. a Gena-rov-c5r 290714 let Pe/%6etvlj OK_ LL lie -P-71 la Sed veinifsa f,0 nspector: Date:, fj—Zj_ REINSPECTION FEE REQIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 -02.19 Project: SAgEy L 4-71 moi. Type of Inspection: --F,*3C9► Address: 3355 S /Z>D=iiPL ''�j Date Called: Special Instructions: `Phone / 2 / l J Date Wanted: 1 yl— 18 .m., p.m. Requester No: Zoo r -s'-/G-71 Approved per applicable codes. DCorrections required prior to approval. COMMENTS: .i4"Nr aJG Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D/ '-b277" Project: 6*84' ' Mm e,waR Type of Inspection: Address: 3355" S- 12 a Date Called: Special Instructions: 16% 6— Date Wanted: A, -/-/& P.m. Requester: Phone No: 006 -,2.,475.- 31277 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT Na CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Dig -027r Project: -5ABEY DItT14 e Type of inspection: o7711/G- Address: 3355 S, ► 20C n+ I Date Called: Special Instructions: $1.D6- .- --Aeir ae>i Date Wanted: t.fri. Requester: Phone No: Approved per applicable codes. 'Corrections required prior to approval. COMMENTS: Inspector: Date: .-/a REINSPECTION REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit U/v—C'`/I IR— S -- 1/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: cAn7 Type of Inspection: 1 /4/a, //17 Address: , � Suite #: '53 5_' 5 1 L Contact Person: Special Instructions: Phone No.: Approved per applicable codes. /` Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: / /7 , ,,., . 4 ,N 1 A/pia 5//goi) . AL.),) ---, ,/ /- ;1 ,/ .n —' 4,�� 202 ,G /L , / ?� i /Ail 14/ /11/7_ / ( ' / 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: ___ Occupancy Type: 1 Inspector: , / 97/,.._, Date: / L�/ L //L Hrs.: f d $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 b td.O2.t RECEIVED CITY OF TUKWILA APR 2 4 2019 SDC 4203 — Test and Balance Report PERMIT CANT Hermanson AHU 42D1 &AHU 42D2 —Phase #2 Project Name: Address: Sabey Data Center 4203 3355 South 120th Place Tukwila, WA 98168 Design Engineer: Hermanson Company LLP Hermanson Number: 10-18-05003 This is to certify that Hermanson Company, LLP has Tested, Adjusted, and Balanced the systems described herein to their best possible performance capabilities. Data presented is a record of measurements and adjustments at the time the work was performed. This test and the associated balancing was performed in accordance with the TABB Procedural Guide (2003) and other industry standards. This work is warrantied for and expires ninety days from the report date unless otherwise stated in contract documents specific to this project. Submitted and certified by: Kevin R. Gibson, TABB and IAQ Technician Date: 04/22/2019 Indoor Ar Out'ly Technocan L1Q1073893T June 30, 2020 TESTING, ADJUSTING AND BALANCING BUREAU THE PROFESSIONAL'S CHOICE'" 1) General Information a) This report is based on actual field readings taken during operation unless otherwise noted. Work for Phase #1 was completed on: 04/12/19 b) Equipment is inspected for proper and safe operation unless noted in this summary or the associated data contain herein. c) Work requiring adjustments will be performed to +/-10% of the design value unless other specifications require increased/decreased tolerances and approval by the Engineer of Record (EOR) or Authority Having Jurisdiction (AHJ). Flow rates were measured with calibrated instruments and are listed on the tool summary. d) All suggestions to further improve performance or function need to be fully vetted and verified by all interested parties (i.e. Engineer, Owner, Tenant, Contractor) e) Deficiencies noted throughout this report are the responsibility of the parties having an interest in them and are not to be corrected by the TAB team unless instructed in the contract documents. Notes are added for clarification as applicable. f) Design information is drawn from various sources to include, but not limited to: Drawings, specifications, user manuals, shop drawings, submittals, service history, legacy documents, and oral & photographic information. Additionally, unspecified values may be field determined as required in the absence of engineered values, based on current best practices. 2) Scope of the Project (Overview) a) Inspection of the newly installed equipment: (2) HUNTAIR Air Handlers. b) Verify airflows and offer suggestions as required. c) Correct any deficiencies if possible. d) Provide the owner with a certified Final TAB report, demonstrating the actual airflow. Hermansol .1221 2nd Avenue North. Kent WA 98032 Tel. 206-575-9700 Fax. 206-575-9800 HERMANSON.COM 3) System Description a) 2 — Air Handler Units b) 2 — Chilled Water Coil Balancing Valves 4) Findings: a) AHU-42D 1: Max VFD (12) setting is 56.0 Hertz, to reach common supply plenum static setpoint of 0.9"wc. AHU is capable of supplying server room, the design Air Temperature and CFM, with all other AHU's in standby position. Capable of running at design GPM from one Chilled Water Pump at 60 Hertz. b) AHU-42D2: Max VFD (12) setting is 54.1 Hertz, to reach common supply plenum static setpoint of 0.9"wc. AHU is capable of supplying server room, the design Air Temperature and CFM, with all other AHU's in standby position. Capable of running at design GPM from one Chilled Water Pump at 60 Hertz. »Hermanson 1221 2nd Avenue North. Kent WA 98032E Tel 206-575-9700 Fax- 206-575-9800: HERMANSON_COM' Thank you for the choosing the Hermanson Company, it has been my pleasure to work with you and your team. Please let me know of any questions. Thank you, Kevin KeAri.w 4ibw�w Kevin Gibson 1 TABB / Controls / IAQ / FLS / Service - Technician Fire Life Safety, Fire / Smoke - Supervisor Hermanson Company, LLP 121440 68th Ave S, Kent, WA 98032 Office 206-575-9700 1 Cell 206-552-4178 www.hermanson.com *Hermanson t Henn1431150`11 1221 2nd Avenue North. Kent WA 98032 Tel 206-575-9700 Fax 206-575-9800 HERMANSON.COM S ) ermanson 1221 2" Avenue North, Kent WA 98032 Main Tel: 206-575-9700 Fax: 206-575-9800 http://hermanson.com/ AC or ACU Air Conditioning Unit EAT Entering Air Temperature AP Pressure Drop. AHU Air Handling Unit EF Exhaust Fan PH Phase Ak The area of an opening in sq./ft. EG/ED Exhaust Grille/Diffuser PSI Pounds per Square Inch ATM Atmosphere EMS Energy Management System RA Return Air AVG Average ERU Energy Recovery Unit RAT Return Air Temperature BHP Brake Horsepower FHT Fume Hood Test RF Return Fan CAV Constant Air Volume FPB Fan Powered Box RH Relative Humidity CBV Cal. Balance Valve FPM Feet per Minute RHC Reheat Coil CC Cooling Coil FT Foot, Feet RPM Revolutions per Minute CD Ceiling Diffuser GPM Gallons per Minute RTU Roof Top Unit CFM Cubic Feet per Minute HC Heating Coil SA Supply Air CH Chiller TDH — Total Dynamic Head - Pump SAT Supply Air Temperature CHWS Chilled Water Supply HEPA High Efficiency Particulate Arrestance S.F. Service Factor CHWR Chilled Water Return HP Horsepower SF Smoke/Fire Damper CP Circulating Pump HVAC Heating Ventilation and AC SWG Sidewall Grille CD/CR Ceiling Diffuser/Register HWS Heating Water Supply TAB Test, Adjust & Balance CRAC Computer Room AC HWR Heating Water Return TEMP Temperature CRU Computer Room Unit HX Heat Exchanger TON 12,000 BTUH (Cooling CT Cooling Tower HZ Hertz, cycle/second of current TSTAT Thermostat (T) CU Condenser Unit in.w.g. inches of water gauge TSP Total Static Pressure CUH Cabinet Unit Heater K-factor Correction factor to the free area needed t o calculate CFM UH Unit Heater CWS Condenser Water Supply KW Kilowatts V Volt — Either AC or DC CWR Condenser Water Return LAT Leaving Air Temperature VAV Variable Air Volume box D Discharge LWT Leaving Water Temperature VD Volume Damper DAT Discharge Air Temperature MAU Make-up Air Handling Unit VEL Velocity (usually in FPM) DB Dry Bulb MBH 1,000 BTUH VFD Variable Frequency Drive DDC Direct Digital Controls NT Not Tested VVT Variable Volume Terminal DP Differential Pressure OSA Outside Air W.G. Water Gauge DNA Data not available or given OBD Opposed Blade Damper WB Wet Bulb DNV Data Not Visible OD Outside Diameter 1) TAB — Test the quantitative performance according to the design 2) Flowhood — Instrument used by 3) Total Static Pressure - Difference 4) Economizer — Components and controls cooling to save energy and provide 5) Total Dynamic Head - The difference 6) Design Tolerance — Specified by the 7) Ratio of Tolerance - Used to verify of design if design was 250 then of a system then regulate it to a specific rate and to the proportion the flow a Balancer to capture air and measures and reports in CFM in pressure from the inlet to the discharge of a fan added together that allow an air handler to effectively use outside air instead of mechanical building pressurization between the pressure of a fluid entering a pump vs exiting added together designer or +/-10% that terminals and/or the system are within Design Tolerance; Example 90%-110% .90/1.10=1.22 and flow between 275CFM-225CFM would be acceptable o WE BUILD ix TRUSTING RELATIONSHIPS R & DELIVER INSPIRED o R E S U LT S APIS TESTING, ADJUSTING AND BALANCING BUREAU THE PROFESSIONAL'S CHOICE. 4Hermanson Air Handling Unit PROJECT: Sabey SDC4203 - Phase 2 LOCATION: Tukwila, WA PROJECT #: 10-18-05003 DATE: 4/22/2019 CONTACT: Kevin Gibson AUTHOR: Kevin Gibson WE BUILD TRUSTING RELATIONSHIPS & DELIVER INSPIRED RESULTS SYSTEM/UNIT: AHU-42D1 Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Unit Discharge AHU-42D1/SF Filter Bank Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Filter Qty - S2 Filer Size - S2 Huntair CSU -59K. EVC/CHW 38818-02 Horizontal AAF HC Pleat / 55% SYN 30 24x24x2 30 24x24x12 Test Data Design Airflow Actual Airflow Design Outside Airflow Actual Outside Airflow Design Return Airflow AHU-42D1/Supply Fan Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 58900 CFM US 53250 CFM US 0 CFM US 50 CFM US 58900 CFM US 393 Volts Volts 393 Volts Volts 393 Volts Volts 54.60 Amps Amps 54.60 Amps Amps 54.60 Amps Amps Log: Tested By: Kevin Gibson Date: 4/12/2019 Motor Data AHU-42D1/Supply Fart Motor Manufacturer Toshiba Motor Frame 184T Motor HP 5 HP HP Motor RPM 1755 RPM RPM Motor Rated Volts 230/460 Volts Volts Motor Phase 3 Motor Hertz 60 Hz Hz 6.4 Amps Amps 1.15 89.5 % Motor FL Amps Motor Service Factor Nominal Efficiency Test Pressures Actual Total SP O/A Damper Position R/A Damper Position 3.37 in. we Pa 0% 100 % AHU-42D1 4/11/2019 Kevin Gibson AHU-42D1 tested at 56 Hz, max allowed test Setpoint 53900 CFM, measured by unit Hermanson DHermanson Air Handling Unit PROJECT: Sabey SDC4203 - Phase 2 LOCATION: Tukwila, WA PROJECT #: 10-18-05003 .caa1140. IeuaT.03uor.imaou DATE: 4/22/2019 CONTACT: Kevin Gibson AUTHOR: Kevin Gibson WE BUILD TRUSTING RELATIONSHIPS CEJVER I"tS=,RED RESULTS SYSTEM/UNIT: AHU-42D1/AHU-42D1-SPP-01 Tested By: Kevin Gibson Date: 4/22/2019 Log: TestPr'essures Cooling Coil SP In Cooling Coil SP Out Pre-Filter/Final Filter SP In Pre-Filter/Final Filter SP Out Supply Fan SP In Supply Fan SP Out -1.41 in. w.c. Pa -1.88 in. w.c. Pa -0.67 in. w.c. Pa -1.15 in. w.c. Pa -1.88 in. w.c. Pa 0.74 in. w.c. Pa AHU-42D1/AHU-42D1-SPP-01 4/22/2019 Kevin Gibson AHU-42D1 & AHU-42D2: COMMON SUPPLY PLENUM Hermanson »Hermanson Air Handling Unit PROJECT: Sabey SDC4203 - Phase 2 LOCATION: Tukwila, WA PROJECT #: 10-18-05003 �.� 0 DATE: 4/22/2019 CONTACT: Kevin Gibson AUTHOR: Kevin Gibson WE BUILD TRUSTING RELATIONSHIPS & DE_IVER INSPIRED RESULTS SYSTEM/UNIT: AHU-42D1/AHU-42D1 AREA: 2nd Floor ;Unit Data Type of Traverse Rectangular Outer Height 10.00 ft cm Outer Width 12.00 ft cm Air Flow Area 0.83 sq. ft. sq. m Number Of Rows 5 Readings Per Row 6 Total Readings 30 Location of Holes 1 Top Left Location of Holes 2 Left CoI 1 CoI 2 CoI 3 Col 4 CoI 5 COI 6 3 O ct Ny O Tested By: Kevin Gibson Date: 4/22/2019 Final Data Sum of Readings Average Reading Actual Total Flow 17934 598 FPM M/S 496 CFM US Traverse Data Points O C 663 507 322 447 482 421 674 855 657 678 334 633 FEN 636 EMI 734 UI 606 731 615 545 6193 601 549 548 12 Hermanson 4Hermanson Air Handling Unit PROJECT: Sabey SDC4203 - Phase 2 LOCATION: Tukwila, WA PROJECT #: 10-18-05003 T611111114.11M1110 ANO......u.1\11 I_ ma.oMww.PPM, O DATE: 4/22/2019 CONTACT: Kevin Gibson AUTHOR: Kevin Gibson WE BUILD TRUSTING RELATIONSHIPS & DELIVER INSPIRED RESULTS SYSTEM/UNIT: AHU-42D2 Unit Data Unit Manufacturer Huntair Unit Model Number CSU -59K EVC/CHW Unit Serial Number 38818-01 Unit Discharge Horizontal AHU-42D2/SF Filter Bank Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Filter Qty - S2 Filer Size - S2 AAF Pleated HC/ 55% SYN 30 24x24x2 30 24x24x12 Test Data •' Design Airflow Actual Airflow Design Outside Airflow Design Return Airflow AHU-42D2/Supply Fan Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 58900 CFM US 54105 CFM US 0 CFM US 58900 CFM US 384 Volts Volts 384 Volts Volts 384 Volts Volts 4.20 Amps Amps 4.20 Amps Amps 4.20 Amps Amps Log: Tested By: Kevin Gibson Date: 4/12/2019 Motor Data AHU-4202/Supply Fan Motor Manufacturer Toshiba Motor Frame 184T Motor HP 5 HP HP 1755 RPM RPM 230/460 Volts Volts 3 60 Hz Hz 6.4 Amps Amps 1.15 89.5 % % Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Service Factor Nominal Efficiency Test Pressures Actual Total SP O/A Damper Position R/A Damper Position 3.06 in. we Pa 25 % 75 % AHU-4202 4/11/2019 Kevin Gibson AHU-42D2 Max allowed (Hertz from all 12 fans running is 54.1 Hz Main Duct supply static pressure 0.9"wg Hermanson 4Hermanson Air Handling Unit PROJECT: Sabey SDC4203 - Phase 2 LOCATION: Tukwila, WA PROJECT #: 10-18-05003 a11106.aowmnm ` -ae u TIC • DATE: 4/22/2019 CONTACT: Kevin Gibson AUTHOR: Kevin Gibson WE BUILD TRUSTING RELATIONSHIPS & DELIVER INSPIRED RESULTS SYSTEM/UNIT: AHU-42D2/AHU-42D2-SPP-01 Tested By: Kevin Gibson Date: 4/22/2019 Log: Test Pressures Cooling Coil SP In Cooling Coil SP Out Pre-Filter/Final Filter SP In Pre-Filter/Final Filter SP Out Supply Fan SP In Supply Fan SP Out -1.40 in. w.c. Pa -1.84 in. w.c. Pa -0.87 in. w.c. Pa -1.10 in. w.c. Pa -1.80 in. w.c. Pa 0.84 in. w.c. Pa AHU-42D2/AHU-42D2-SPP-01 4/22/2019 Kevin Gibson AHU-42D1 & AHU-42D2: COMMON SUPPLY PLENUM Hermanson )Hermanson Air Handling Unit PROJECT: Sabey SDC4203 - Phase 2 LOCATION: Tukwila, WA PROJECT #: 10-18-05003 DATE: 4/22/2019 CONTACT: Kevin Gibson AUTHOR: Kevin Gibson WE BUILD TRUSTING RELATIONSHIPS & CEJVER INSPIRED RESULTS SYSTEM/UNIT: AHU-42D2/AHU-42D2 Unit Data Type of Traverse Rectangular Outer Height 10.00 ft cm Outer Width 12.00 ft cm Air Flow Area 0.83 sq. ft. sq. m Number Of Rows 5 Readings Per Row 6 Total Readings 30 Location of Holes 1 Top Left Location of Holes 2 Left CoI 1 Col 2 CoI 3 CoI 4 CoI 5 CoI 6 ru OI: Tested By: Levi Holmen Date: 4/11/2019 If Final Data Sum of Readings Average Reading Design Total Flow Actual Total Flow Duct Static Press. 16852 562 FPM M/S 53833 CFM US 466 CFM US 0.80 in. we Pa Traverse Data Points O O: ur O O: 453 510 512 710 626 397 1120 938 1091 1018 770 1000 425 I 549 479 409 441 436 412 455 405 488 411 390 453 429 418 421 12 Hermanson 4Hermanson Balance Valve PROJECT: Sabey SDC4203 - Phase 2 LOCATION: Tukwila, WA PROJECT #: 10-18-05003 1UIE nom nc r 0 DATE: 4/22/2019 CONTACT: Kevin Gibson AUTHOR: Kevin Gibson WE BUILD TRUSTING RELATIONSHIPS & DELIVER INSPIRED RESULTS Unit Data AHU-42D1- CValve-01 AHU-42D2- CValve-02 Valve Manufacturer Bell & Gosset Bell & Gosset Valve Model Number 6F 6F Valve Size 6" 6" Valve CV factor 2.3 2.3 Test Data Design Temp 52 52 Final Flowrate (GPM) Design 560 560 Prelim Temp 60.4 60 Preliminary GPM reading 510 600 Final Flowrate (GPM) Actual 560 560 Final Temp 60.4 50 Percent difference between the Design and Preliminary flowrate reading. (Formula) 91 107 Percent difference between the Design and Final flowrate reading. (Formula) 100 100 Valve Design Differential Pressure 18.7 18.7 Valve Preliminary Differential Pressure Valve Final Differential Pressure Final Valve Set Point 7-9 7-0 Valve Position Entering Air Temperature 78 78 Leaving Air Temperature 58 52 Air Delta T (Formula) 20 26 Entering Water Temperature 49 44 Leaving Water Temperature 60 49 Water Delta T (Formula) 11 5 Coil In PSI Coil Out PSI Remark pump at 100%, bypass closed pump at 100%, bypass closed Hermanson w O a O w Hermanson Balancing Equipment List: Kevin Gibson Job Number: Date: Equipment Manufacturer Model/Serial Number Calibration Date Capture Hood Evergreen Telemetry CH -15D / 1800224 7/10/2018 DP Manometer Testo 510i / 49101556 9/19/2019 Amp Probe Fluke 902FC / 40230219WS 02/30/2018 Pressure / Velocity Module Evergreen Telemetry S -PVF -1 / 1600344 1/26/2018 Vane Anemometer Testo 410i / 49008603 9/19/2018 Hydronic Manometer TSI HM685 / 71722223 8/15/2018 Ultrasonic Flow Meter General Electric Transport PT878 / 10237 Factory Vane Anemometer Testo 417 / 61053074 8/23/2018 Temperature Sensor Evergreen Telemetry PR -T-1 / 1700358 7/5/2018 Flow Hood Dwyer SAH -22 / 01FRDY 5/11/2018 Water Meter TSI 801290 / 71615117 10/18/2017 External Pipe Temperature Testo 1151/462010058 8/23/2018 External Pipe Temperature Testo 1151/462010071 8/23/2018 H/L Refrigerant Pressure Testo 5491/49291848 8/23/2018 H/L Refrigerant Pressure Testo 549i/49291852 8/23/2018 Manometer / Air Flow Meter Fluke 922/39660006 10/1/2017 Remarks: Hilliiiini7115411101111111�11 : � � � 1 as 11 14 5h4 z 9 usaar.ogwg€4paggggyrawlmiewlgst cr-apalg§ie'°wi§reds§ga1ah aeg§sm'wiltwig5giuT5g^.pW e 1 21 N g �� to � 1 111 !"! 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WA 98188-5121 T206 281 8700 Zr‘) �v rm e0 0 73 7J m z 73 to m 0 0 z x D 0 I/1 x x / %A 1—� X 6 H _ O SDC42 PHASE 2 INTERGATE EAST CAMPUS 3355 S. 120TH PLACE Tukwila, WA 98168 PROJECT XXXXX e Hermanson Woo.m Como, B2 12E1. Emu.. Kat 11801,09191402 4,(206)515-21110 v(IDI 5]5-9100 nwhwh. 9e 4 R9N11MYW SftBEY Data Centers CARET DATA CENTER PROPERTIES 12201 Tukwila Intl. Blvd. Fourth Floor Seattle, WA 90160-5121 1206 261 0000 m3 =_ o- �N �8 _O =s <74 rr SDC42 PHASE 2 INTERGATE EAST CAMPUS 3355 S. 120TH PLACE Tukwila. WA 98168 PROJECT *X5XX Hermanson Hmv. LLP 1141. 1.11.8 eoa T. 575-1400 - SABEY Data Centers OWNER: DATA 12201 Tukwila . Blvd. Ft/u/lhFloor S.a0tle. WA 88108-5121 Ls" nc ,n, nn6281 8 ° Ls", 8/5/2019 ® o City of Tukwila Department of Community Development KIP KOLODZIEJSKI 10202 FIFTH AVE NE SEATTLE, WA 98125 RE: Permit No. D18-0278 SABEY DATA CENTER PROPERTIES, LLC 3355 S 120TH PL Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/25/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/25/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. 4Sinc rely, /� � ndace Nichols2 Permit Technician File No: D18-0278 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 G'ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0278 DATE: 09/05/18 PROJECT NAME: SABEY DATA CENTER PROPERTIES, LLC SITE ADDRESS: 3355 Sinn' PL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: .-9wc, a-ike Building Division II g' P'4 hi Works I AV() Fire Prevention Structural i MayB 10/%1- Planning Division IN ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/06/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 10/04/18 ❑ Approved with Conditions n Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 SABEY CONSTRUCTION INC c Home. Espafiol Contact Safety & Health Washington State Department of %b./Labor & industries Claims & Insurance Search L&I A -Z Index help Workplace Rights SABEY CONSTRUCTION INC Owner or tradesperson Principals SABEY, DAVID ARTHUR, PRESIDENT SEWELL, PATRICIA ANNE, SECRETARY POOLE, LAURENT D, SECRETARY (End: 01/19/2011) HARMON, JAMES N, TREASURER (End: 01/19/2011) Doing business as SABEY CONSTRUCTION INC WA UBI No. 601 532 164 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE, WA 98168-5121 206-281-4200 KING County Business type Corporation Governing persons SABEY CORPORATION DAVID A SABEY; JOHN D SABEY; PATRICIA SEWELL; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. SABEYCI033KM Effective — expiration 05/14/1997— 01/12/2019 Bond ......._....... HARTFORD FIRE INSURANCE CO Bond account no. 52BSBCQ3983 Received by L&I 12/20/2004 Insurance ............................. National Fire Ins of Hartford Policy no. 2094061165 Received by L&I Active. Meets current requirements. $12,000.00 Effective date 12/31/2004 Expiration date Until Canceled $1,000,000.00 Effective date Page 1 of 2 My L&l Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 10/4/2018 SABEY CONSTRUCTION INC 03/20/2018 11/01/2016 Expiration date 11/01/2019 Insurance history Savings _.... (in lieu of bond) Received by L&I Release date N/A Savings account ID $6,000.00 Effective date 04/21/1994 Impaired date N/A Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 331.,221-02 ............................... Doing business as SABEY CONSTRUCTION Estimated workers reported Quarter 2 of Year 2018 "11 to 20 Workers" L&I account contact TO / JULIE SUR (360)902-4715 - Email: SURJ235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ....................................................... No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 07/02/2015 Inspection no. 317936768 Location 2200 M St. NE Quincy, WA 98848 No violations Page 2 of 2 l Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 10/4/2018 6 7 8 9 10 11 12 GENERAL DRAWING SYMBOLS ABBREVIATIONS PROJECT DIRECTORY VICINITY MAP DRAWING INDEX UILDING SECTION INDICATOR WALL SECTION INDICATOR XX� ENLARGED DETAIL INDICATOR XX A -XXX SECTION DETAIL INDICATOR EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR MATCH LINE SEE XX/A-XXX HATCH LINE INDICATOR DRAWING REVISION INDICATOR EXISTING COLUMN GRIDLINE INDICATOR NEW COLUMN GRIDLINE INDICATOR DATUM INDICATOR OR WORK POINT EL XXX.XX EL. XXX' -XX" f SPOT ELEVATION INDICATOR ROOM NAME XXXX ROOM INDICATOR <E <X XXXXX > EQUIPMENT INDICATOR XXXXX > FIXTURE INDICATOR <F XXXXX > FURNITURE INDICATOR <G XXXXX > GRAPHIC/SIGNAGE INDICATOR MISCELLANEOUS INDICATORS Cm-) DOOR) OPENING INDICATOR XXXXXX FINISH INDICATOR VYINDOW INDICATOR XX -XX" AFF CEILING HEIGHT INDICATOR XX XX NALL TYPE INDICATOR MATERIAL (PER FINISH LEGEND) / FINISH (PER FINISH LEGEND) CAT1 F -XXX XX -XX" AFF HEIGHT CEILING HEIGHT/MATERIAL/FINISH INDICATOR PARTITIONS (NON -RATED PARTITION) (1 -HOUR RATED PARTITION) (2 -HOUR RATED PARTITION) (3 -HOUR RATED PARTITION) (4 -HOUR RATED PARTITION) SMOKE BARRIER SMOKE PARTITION RCP SYMBOLS SHADING INDICATES EGRESS LUMINAIRE SURFACE 2X4 FLUORESCENT SURFACE 1X4 FLUORESCENT SURFACE 2X2 FLUORESCENT RECESSED 2X4 FLUORESCENT � 1 RECESSED 1X4 FLUORESCENT - I / /� RECESSED 2X2 FLUORESCENT f 51 PENDANT -MOUNTED LUMINAIRE 1 WALL -MOUNTED FLUORESCENT LUMINAIRE 1 STRIP FLUORESCENT f STAGGED -STRIPPED FLUORESCENT DOWNLIGHT OR CEILING - MOUNTED LUMINAIRE 0 Ip WALL -MOUNTED LUMINAIRE 0> WALL WASH LUMINAIRE 1-0> DIRECTIONAL LUMINAIRE 0 0,L TRACK LIGHT p POLE -MOUNTED LUMINAIRE EXTERIOR LANSCAPE LUMINAIRE ILLUMINATED EXIT SIGN - SINGLE FACE tet ILLUMINATED EXIT SIGN - DOUBLE FACE ®_ BATTERY -POWERED EMERGENCY WALL PACK COMBINATION BATTERY POWERED -&f EMERGENCY WALLPACK AND ILLUMINATED EXIT SIGN STANDARD LIGHT FIXTURES x x Z HVAC DIFFUSERS (SIZE AND TYPE PER MECHANICAL DRAWINGS) HVAC RETURNS/EXHAUSTS (SIZE AND TYPE PER MECHANICAL DRAWINGS) CEILING -MOUNTED HVAC ITEMS CEILING -MOUNTED ACCESS PANEL ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHOUT THE DRAWING SET. AC ACC ACP ACST AD ADDM ADJ AFF AHU ALT ASPHALTIC CONCRETE ACCESSIBLE ACOUSTICAL CEILING PANEL ACOUSTICAL AREA DRAIN ADDENDUM ADJUSTABLE ABOVE FINISHED FLOOR AIR HANDLING UNIT ALTERNATE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE APT ARCH AUTO AV AWP BB BD BLDG BLKG BO BOT BRG BRZ BSMT BUR CAB CB CEM CER CG CFI CI CJ CIP CL CLG CLO CLR CMU CO COL COMM APARTMENT ARCHITECT, ARCHITECTURAL AUTOMATIC AUDIO VISUAL ACOUSTICAL WALL PANEL(S) BULLETIN BOARD BOARD BUILDING BLOCKING BOTTOM OF BOTTOM BEARING BRONZE BASEMENT BUILT UP ROOFING CABINET CATCH BASIN CEMENT, CEMENTITIOUS CERAMIC CORNER GUARD COAT HOOK CAST IRON CONTROL JOINT CAST -IN-PLACE CENTERLINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CLEAN OUT, CASED OPENING COLUMN COMMUNICATION CONC CONCRETE CONN CONNECTION, CONNECT CONSTR CONSTRUCTION CONT CONTINUOUS, CONTINUE CORR CPT CSWK CTR CU D DBL DEMO DET DF DIA DIAG DIM DIV DMPF DN DR DS DW DWG DWR E EIFS EJ EL ELEC ELEV ENCL EP EQ EQUIP ESCAL EXH EXP EXIST FA FCIO FD FDC FDTN FE FEC FH FHC FIG FIN FLEX FLR FLUOR FO FOIC FP FR FRMG FRT FT FTG FUT FVC FWC FWP GA GALV GEN GFRC GFRG GFRP GL GYP GYP BD H HB HCWD HD HDBD HDW HDWD HM HO HORIZ HR HT HVAC CORRIDOR CARPET CASEWORK CENTER CUBIC DEEP, DEPTH DOUBLE DEMOLISH, DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL, DIAGRAM DIMENSION DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING DOWN DOOR, DRESSING ROOM DOWNSPOUT DISHWASHER DRAWING DRAWER EAST EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL ELEVATOR ENCLOSE, ENCLOSURE ELECTRIC PANEL EQUAL EQUIPMENT ESCALATOR EXHAUST EXPANSION, EXPOSED EXISTING FIRE ALARM FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FIRE HOSE CABINET FIGURE FINISH, FINISHED FLEXIBLE FLOOR, FLOORING FLUORESCENT FACE OF, FINISHED OPENING FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FIRE PROTECTION, FIREPROOF FRAME, FIRE RATED FRAMING FIRE RETARDANT TREATED FOOT, FEET FOOTING FUTURE FIRE HOSE VALVE CABINET FABRIC WALL COVERING FABRIC WRAPPED PANEL(S) GAGE GALVANIZED GENERAL, GENERATOR GLASS -FIBER REINFORCED CONCRETE GLASS -FIBER REINFORCED GYPSUM GLASS -FIBER REINFORCED PLASTIC GLASS GYPSUM GYPSUM BOARD HIGH HOSE BIBB HOLLOW CORE WOOD HAND DRYER HARDBOARD HARDWARE HARDWOOD HOLLOW METAL HOLD OPEN HORIZONTAL HOUR HEIGHT HEATING, VENTILATING, AND AIR CONDITIONING ID INCL INFO INSUL INT IWD JAN JT KIT L LAM LAU LAV LT LTG MAS MATL MAX MECH MED MEMB MEZZ MGT MFL MFR MH MIN MISC MO MS MTD MTL MVBL N NIC NO NOM NTS OC OH OD OPNG OPP ORD OSB OTS PED PRCST PD PERP PLAM PLAS PLYWD PNL PL PR PRKG PROP PT PTN R RCP RD REF REF REINF REQD REV RFG RM RO RT S SCWD SCHED SD SECT SG SGL SHT SHTHG SIM SPEC SPKLR SPKR SQ SS SST STC STD STI. STOR INSIDE DIAMETER INCLUDE, INCLUDING INFORMATION INSULATE, INSULATION INTERIOR INDIRECT WASTE DRAIN JANITOR JOINT KITCHEN LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MAXIMUM FORESEEABLE LOSS MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE NORTH NOT IN CONTACT NUMBER NOMINAL NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN ORIENTED STRAND BOARD OPEN TO STRUCTURE ABOVE PARTICLEBOARD PRECAST PLANTER DRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING RIGHT SOUTH, SPANDREL SOLID CORE WOOD SCHEDULE STORM DRAIN SECTION SAFETY GLASS SINGLE SHEET SHEATHING SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE SERVICE SINK STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCT STRUCTURAL SUSP SUSPENDED T TREAD, TEMPERED T&G TONGUE AND GROOVE TEL TELEPHONE TEMP TEMPERATURE, TEMPORARY TER TERRAllO THK THICK, THICKNESS TO TSTAT TV TYP UGND UNFIN UON VERT VEST VNR VR VWC TOP OF THERMOSTAT TELEVISION TYPICAL UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERING W WEST, WIDE W/ WITH W/O WITHOUT WC WATER CLOSET, WALLCOVERING WD WOOD WH WALL HYDRANT WP WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WR WATER RESISTANT WT WEIGHT WWF WELDED WIRE FABRIC XFMR TRANSFORMER PLAN SYMBOLS CEILING -MOUNTED FIRE SPRINKLER CEILING -MOUNTED SPEAKER 2FE FE FIRE EXTINGUISHERS MOUNTED TO WALL WITH BRACKET IN WALL -MOUNTED CABINET EXISTING TO REMAIN (SHOWN SHADED) EXISTING TO BE DEMOLISHED (SHOWN DASHED) NEW TYPE OF WORK p ARCHITECT KDW SALAS O'BRIEN 10202 FIFTH AVE NE #300 SEATTLE WA, 98125 TEL: (206) 547-1940 CONTACT: BRENDA ROSS OWNER SABEY DATA CENTER PROPERTIES, LLC 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TEL: (206) 281-8700 CONTACT: JOHN FORD CONTRACTOR SABEY CONSTRUCTION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TEL: (206) 281-8700 CONTACT: GLENN PARRY C I n0otdr;r1d_ c+'.Ffeff \'sn 2411Nlf Saler, $hcypclatt> 33ES Scup 121J h ?face Y�I^ Bican G3,?nt;e users r•p'IccI SJrperl C, ni r SCOPE OF WORK TENANT IMPROVEMENT TO EXISTING FIRST FLOOR SPACE TO ADD A GENERATOR TO EXISTING INFRSTRUCTURE AND PROVIDE A DEMISING PARTITION FOR SECURITY PURPOSES. WORK INCLUDES SOME DEMOLITION, A NEW PARTITIONS , TRENCH AND GRATE, EXHAUST PIPE SUPPORTS AND NEW FINISHES. DEFERRED SUBMITTALS MECHANICAL, ELECTRICAL, FIRE, SPRINKLERS, AND ALARM PERMITS WILL BE DEFERRED. BUILDING CODE CRITERIA APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE (WAC 51-50) 2015 INTERNATIONAL MECHANICAL CODE (WAC 51-52) 2015 UNIFORM PLUMBING CODE (WAC 51-56) 2015 INTERNATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE (WAC 51-11C) 2015 INTERNATIONAL FIRE CODE (WAC 51-54A) 2015 INTERNATIONAL FUEL GAS CODE WASHINGTON STATE ACCESSIBILITY CODE (WAC 51-50) ZONING: INDUSTRIAL SEISMIC DESIGN CATEGORY D CONSTRUCTION TYPE: 1-A OCCUPANCY TYPE: H-3 IN AREA OF WORK. FIRE -RESISTANCE RATING REQUIREMENTS PER TABLE 601: 0 ALLOWABLE BUILDING AREA: UNLIMITED WITH AUTOMATIC SPRINKLER SYSTEM AND SURROUNDED YARDS NOT LESS THAN 60 FEET NUMBER OF OCCUPANTS • EXISTING AREA = 4,480 USF. NEW AREA =1,033 USF. COMBINED AREA OF NEW ROOM = 5,513 USF. 5,513 1200 = 28 OCCUPANTS TOTAL: 28 OCCUPANTS FOR AREA OF WORK RESTROOMS ARE EXISTING NO STRUCTURAL CHANGES NO CHANGE OR USE _9120 -12201. 0.,0 ,0 5125 2t7 OD35 If jp 125 01 05G0 rito c.12 I ;. ��t2�tt} � 37tH 0E025 b a L., u 370 3,721�' n: ti c b3 d �12G11 A;n ( ,�3 t35O5, 3525 r. 1'14 - - rti1.1 1614 1624 7860 orae 12yu2.3, 5i10- 0b ... I OLei 0 Of412624 0911z327 0; '�a.I 1:6412633. 126310920( 'stic'.3f` (PROPERTY) LEGAL DESCRIPTION LOT 5 OF TUKWILA BLA L02-057 REC #20030327900002 LOCATED IN SE 1/4 OF SEC 9 & SW 1/4101N 23-04 o N r•r- 7i.1 a. - PARCEL NUMBER 102304-9082 BUILDING ADDRESS 3355 5 120TH PL TUKWILA, WA 98168 GENERAL NOTES DO NOT SCALE THE DRAWINGS. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. ITEMS INDICATED AS BIDDER DESIGNED SHALL BE DESIGNED AND ENGINEERED BY THE CONTRACTOR AND/OR SUBCONTRACTOR IN COMPLIANCE WITH APPLICABLE LEGAL REQUIREMENTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY A QUALIFIED PROFESSIONAL ENGINEER, USING PERFORMANCE AND DESIGN CRITERIA INDICATED. A0.01.01 A3.00.01 A4.00.01 A4.01.01 A4.02.01 A7.00.01 A9.00.01 A9.02.01 ARCHITECTURAL GENERAL INFORMATION OVERALL SITE PLAN OVERALL FIRST FLOOR BUILDING PLAN FIRST FLOOR DEMOLITION PLAN FIRST FLOOR CONSTRUCTION PLAN ELEVATIONS PARTITION TYPES & ACP DETAILS WALL SECTION & DETAILS FILE COPY Per alt. Plan review approve! is t0 c= Approval of cir` st uoJ:n Gvcuns 1t Y c _ 3 the violation of any a opt,:d cv.:li cr G a..... t of approved Field Copy and .con d:icn3 13 By: Date: /® City c BUILDING 1 iSiON No changes SAF -1I h' :r.c e to the ,con of tRJork without prior n rpro"d of Tukwila Bui;clio L'i"ViCi�(1 NOTE: Revis cr3 Will r ciu,,ro a nc.,, + p':n subm3$tal and may inc:ude additional plan review teas j l: f; E:btng G s Piping City of T u ,' ila •EUlLD;N DIVIFION RECEIVED CITY OF TUKWILA AUG 31 2018 PERM1T CENTER a) -} 0 w z 0 #'0 J U- W L 52 a� Om Et a� E WON C7) 0- .92 W�00Nrna0i op—NCI) � CO (13 QQ N N G�ao 0 Wr NN Ncn CO N _j C1) tJ) 6590 REGI ASC ITECT BRENDA MAE ROSS STATE OF WASHINGTON z Liu -1&41-4 0 u w o u w X, m o N o M co .. tt? ur zori e .41 O Ci 0 a :C.° Rip � N o u.e N Q. I NTERGATE SEATTLE ISSUED / REVISED DATE PERMIT SET- 2ND FLR 04/26/18 1ST FLR CLIENT REVIEW 07/20/18 REVIEWED FONT CODE COMPLIANCE APPROVED S P 6 18 City of Tukwila BUILDING DIVISION F R PERMIT SET 08/27/18 SALAS O'BRIEN PROJECT NUMBER 180635 COPYRIGHT G. 2017 SALASOBRIEN INC. GENERAL INFORMATION A0.01.01 1 2 3 4 5 6 7 8 9 10 11 12 AREA OF WORK FIRST FLOOR 1 / / / / / / / //////////////////////////////////////////////////////////- ( /////////////////////////////////////////////////////////- am % o = 0 O / / o 0 / / / / / / / / / / / / / / / / / / / / 0 ' 1 BUILDING 5 3355 S. 120TH PL 0 0 0 0o o 0 / 0 0 0 6,000 0 0 0 /////// 0 0 0 0 0 0 0 0 (0 /////////////// PRIMARY ENTRANCE /////////////////////////////////////////////////////////////////� am cz / / / / / / / / / / / / / / 2 / am / c / 1 0 ^r 0 4' 1° �\I Tt \Y r►. X X VACATED 35TH AVENUE 3.00 SITE PLAN SCALE: NTS _ RECEIVED CITY OF TUKWILA AUG 31 2018 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2018 City of Tukwila BUILDING DIVISION w z 0 LC) O O N co 6590 REGI ARC BRENDASTATE OF 4 ASHINGTOrN Zj a' LU N�. 1 0 C4 o 1- CNIN N tt• ) 0 CO ur el 4 Z' E` Nd 41 Doc a a)' r• • ,w d h PIM NgiZ o CC; N o O N C. INTERGATE SEATTLE V a 132 co Co N- 10, 0 Q N in 0)Q C) M M � 1 - ISSUED / REVISED DATE ERMIT SET- 2ND FLR 04/26/18 ST FLR CLIENT REVIEW 07/20/18 ST FLR PERMIT SET 08/27/18 SITE PLAN Dq• O ra A3.00.01 COPYRIGHT 0 2017 SALASOBRIEN INC. H G F E 0- 30'-6" 61- 29•-47 3C-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" AREA OF WORDD" 1 H3 5513 30'-0" 2_. 7.. (P• \1 • GENERATOR ROOM (H -3i OCCUPANCY) 152 Lii I STAIR # 4 SPRINKLER VALVE CONTROL 160 AIR INTAKE TUNNEL 134 UPS ROOM 155 SWITCH RM. 153 1 °1 GENROOMERATOR (H-3 OCCUPANCY) 156 GENERATOR ROOM ! (H-3 OCCUPANCY) r AIR INTAKE TUNNEL 134 27* 9" -7' UPS BATTERY ROOM 136 _J _ UPS BATTERY ROOM 154 SWITCH RM. 135 — .---•--..--,3---,-- 28 200 1 DIAGONAL DISTANCE = 105' REQUIRED EXIT SEPARATION 105 (1/2) = 52'-6" 30'-0" 30'-0" 43'-0" EXIT I NEW AREA =1033 \ I so-\ qC(cs \ N \ G.E R00 _L0R 4-3 OCCU'PNCY)158 EXIT \_[ .EXIT GENERATOR ROOM (H-3 OCCUPANCY) 150 SPRINKLER ROOM 159 STAIR. #5 1 0 UFSS BATTERY ! ROOM 131 AIR INTAKE TUNNEL 134 0 EXPANSION AREA 133 STAIR #3 .- -_ ._ ..0-_- _ . 7' , SECURITY 1 144 1 1 .15.. to UP EXPANSION AREA STORAGE 132 133 ELEVATOR 11 12 X 15 VEST 1143 I HARDENED LOBBY 1 142 MAINTENANCE 172 O HIGH VOLTAGE EQUIPMENT 170 1 • SEATTLE I CITY LIGHT 171 LUNCH 11361 I I I HARDENED SECURITY VESTIBULE 126 2/' ]- (P) 27 91 G CUSTOMER STAGING 11271 UP STAIR �2 1\ i UPS BATTERY i ROOM 151 I I I iGENERATOR ROOM 162 —L AIR INTAKE TUNNEL 134 1.23 SECURITY 124 IS 1136AI SHIPPING RECEIVING 122 1 UPS BATTERY ! ROOM 128 LOADING 1 DOCK 123 1.22 H L OFFICE 121H OFFICE 121K BUILD RM. 121N GENERATOR ROOM 164 CONF 121E COPY/ MAIL 121E CONF RM 121D NOC 121C STOR 121G !OFFICE 121L O OFFICE 121M OFFICE 1210; ADMINISTRATION ROOM UPS B/4TTERY ROOM 1210 121 VALVE RM 121N OFFICE 117 CONF. 114 OFt"ICE 112 OFFICE 111 I I OPEN I OFFICE I I 115 • CONFERENCE 105 II SECURITY EQUIPMENT r 107? o MIS 108 HALLWAY 102 CONFERENCE 106! II CONFERENCE 1;04 SPRINKLER VALVE CONTROL ROOM 118 HARDENED LOBBY ELEV. j1 1�1 0 0 CLOSET 100A 10 SHEET NOTE ALL EXITS/EXIT PATTERNS ARE EXISTING FIRE SPRINKLERS ARE EXISTING. FIRE EXTINGUISHERS AKE EXISTING. EXIT SIGNS ARE EXISTING OCCUPANTS ARE +/- 188' FROM EXIT DISCHARGE, PROTECT COMPLIES W/ 1017.2 LEGEND 1. EXISTING PARTITION NEW PARTITION -1 HR 47 / - i 4 MODIFIED PARTITION -1HR EXIT FE I FIRE EXTINGUISHER CABINET WITH FIRE EXTINGUISHER. REFER TO SHEET A4.02 FOR LOCATIONS EXIT SURFACE MOUNT 2FE H3 X X X 11 SURFACE MOUNT FIRE EXTINGUISHER IN \I BRACKET CITY CITY OF r UKWILA OCCUPANCY —FLOOR AREA (SF) —OCCUPANT LOAD FACTOR REQUIRED EXITS OCCUPANT LOAD - - - — EGRESS PATH AUG 31 2018 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED OVERALL FIRST FLOOR BUILDING PLAN 4C -C) a SCALE: NTS 262018 City of Tukwila BUILDING DIVISI( L U0 W W • _ 0> re Ox - W CO to W 0 CO C.) 4.E. Qw a • Q �I- w CO 0 QN N O co — U) 659Q E 0 O L() C co O U Pi;52 CU N N 00-13 RE AR BRENDA MAE ROSS STATE OF WASHINGTON w ceO expect a difference 0 R INTERGATE SEATTLE CO - C0 CL N- 00 0) In o�■ N co J LC) M 1— ISSUED /REVISED DATE 'PERMIT SET- 2ND FLR 04/26/18 1ST FLR CLIENT REVIEW 07/20/18 1ST FLR PERMIT SET 08/27/18 0 1$• Oaf' COPYRIGHT 0 2017 SALASOBRIEN INC. OVERALL BUILDING PLAN A4.00.01 2 3 4 5 6 7 8 9 10 11 12 1 -- CF \H HA SJR HOOV OCCPA\ CY\ 1 J v VERIFY WITH MECH VERIFY WITH CH • / / / / / / / / / / • / / / / / / / / / i u yil.12 SAW CUT CONC. VERIFY WITH MECH _L _L _L DEMO PARTITION! I 151-0" KEEP _LLLLLLLLLLLLLLLLLLL I I I I I I 1 1 1 I I I I I 1 1 1 1 L LLL L_LLLLLLL_LLL_L_L_L_L_L_L_L_LLLLLLLLLLLLLL_L_L L_LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL _L _L _L _L _L _L _L _L _L _L _L _L _L _L LL LLLI_LLI.==L._ LL L I__.l_L LI_L_L LLLLLLLI..:LLLLLLL.LLLLL _L CF\FHATOH HOOV OCPA\C)'58 1 / / / / aM-R1A ROgV 3ocq OR RA\ 1510 DEMOLITION PLAN 1 118" -1'-0° v S9\ <LH 00 159 v 159 T Ar Ac< 13 STAR # l UP /// /////>%ii/i////)//iii//i//1 e e , 0 1 SCALE: 1/8" =1'-0" 16 1 AREA OF WORK 1 S BA HOO Ila REMOVE ITEMS STORED IN THIS AREA 2O RELOCATE TEMPORARY SECURITY FENCE OUT OF WAY OF PROJECT AREA 3O SAWS CUT EXISTING SLAB FOR NEW TRENCH SAWS CUT EXTENDS 18" BEYOND NEW DEMISING WALL EXISTING GRATE AND TRENCH ASSEMBLY. OSEE CONSTRUCTION PLAN FOR ALIGNMENT REQUIREMENTS. VERIFY TRENCH LAYOUT WITH SABEY R>_C E i J __Li C T V OF TUKW;LA AUG 31 2018 PERMIT CENTER LEGEND PARTITION ASSEMBLY TO BE REMOVED. EXISTING GWB PARTITION WALL TO REMAIN. / / / 4. EXISTING FRAMING TO REMAIN 6590 R -G C 0 v- 0 LO 1 N co NCO O O I --L BRENDA MAE ROSS STATE OF WASHINGTON Z w O expect a difference O O co w tooD 3Q_o CD �0, c a09 W H 3 o O N INTERGATE SEATTLE V ISSUED / REVISED DATE PERMIT SET- 2ND FLR 04/26/18 1ST FLR CLIENT REVIEW 07/20/18 1ST FLR PERMIT SET 08/27/18 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 262018 City of Tukwila BUILDING DIVISION Digo, o),..7e COPYRIGHT © 2017 SALASOBRIEN INC. DEMOLITION PLAN A4.01.01 COPYRIGHT © 2017 SALASOBRIEN INC. i 0 L 0 J V - m W W -� a> O m 0. E re O 0 W N c: W 5 00 CD 5 0) Uc 2 c rn o �'�Q co co N �~ O N WAN v) w co O o V) eN- V) H u- OPP- 6590 U Hi ECT BRENDA AAE ROSS STATE OF WASHING:T€ N INTERGATE SEATTLE SUED /REVISED DATE ERMIT SET- 2ND FLR 04/26/18 ST FLR CLIENT REVIEW 07/20/18 T FLR PERMIT SET 08/27/18 1ST FLOOR CONSTRUCTION PLAN A4.02.01 \ .JI_1 N I_1 \ / H 0 0 \ 1 J1 \ V - \ 0CCPA\CY O EXISTING HOUSE KEEPING PAD FOR NEW SWITCH EQUIP. LEGEND ,5 0 EXISTING DAY TANK IS UL 2085 LISTED. EXISTING LOCATION IS UNDER SLAB. MAIN TANK IS OUTSIDE. + 1- EXISTING PARTITION 15 / 0 EXISTING EXTERIOR LOUVERS EXHAUST TYPICAL 1 I I Y"""�A NEW PARTITION, SEE DETAIL 1/A9.00 1HR RATED NEW INTERIOR ACOUSTIC INTAKE BAFFLE ASSEMBLY. MATCH EXISTING AND VERIFY FINAL INTAKE CAPACITY O a ---- F—� ® \ ®- -- - - - - - - - - - -- - ------ ®. - -- ----- ---- --------------- - - - ---• W/ MECH ENGR. I , 7 10 .....„„ • , UPS BA ROOV F-- R U O EXISTING DOOR TO REMAIN O NEW GENERATOR ASSEMBLY TO MATCH EXISTING. SEE f 1 I 31 S ELECTRICAL ENGR. DRAWING. VERIFY LOCATION OF EXHAUST SYSTEM O CENTER LINE 1 ! EXISTING TRENCH FOR SUPPLYING DIESEL FUEL ' /////////l/.///////////////////////////// '� ///////,(//////////////////////////// / ( i (30"WIDE). 1 VERIFY MECH - - VERIFY WI H I MECH r- � W � ' ' ' O8 NEW TRENCH ASSEMBLY W/ NEW 16 3/4" METAL 7.00.0 rTH �. - -- - -_ ' ' 1- j GRATE. MATCH EXISTING CONDITIONS AND SEE DETAIL A-3.1 / O O / i- - - - - ! L ____1> / L LL w 1/A9.00.01. VERIFY LAYOUT W PIPING CONTRACTOR. DIESEL PIPING UNDER SEPARATE PERMIT. 9O NEW AREA 9.02.0 i - -- -- w I I I 10 TRENCH EXTENDS 18" BEYOND NEW PARTITION, / PROVIDE 4' THICK METAL COVER (NOT GRATE) AT THIS j, a 15'-0" I I - �+�� x F- SIDE OF ASSEMBLY. 1 a , -�.i ..4; •"F. - ,. - Ireewilm � id, I"II LL �� �� " S VERIFY TRENCH LAYOUT WITH SABEY I I ' =�I,..rr:�r..�� . M. > r, I I I ALIGN c± _L I 7 I LLLLLLLLLLLLLLLLLLL 1111111 1 1 1 1 1 1 I 1 I 11 I L LLI_I—LLLI—I_LLLLLL'LI_LL_LI_I_I_I—I_LLLLI—LLI_LL-L-L � — _L_LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL � � _L`�i l`� mr y���. r' 7i�a ., y Rl,:�,;'� ,iI . _L di i��u v,• _L 0.1 OC-\FAT07, R _L L -- � 7 a _LHoov ;___ _L ( "'\158 / ;_ ,_I�is�1-----v- .� , �t,y_ .`"Ili r .._ .�_.., t+ ... ' .1 - � _LI 0 C A \ C / llin i■iii M� ilg _I_ Is Ili e -L i II I _L I I ILLLLLLLLLLLL.LI_LLLLL LLLLLLLLLLL_LLLLLLLL 1 1 AREA OF WORK j } i I I I I i I I I f l O S 9 1 � i---- i . V - 1 1 I - I I I I i i I i i i i i - - ,�----�- - - - - - -- - - - - - D - - - - - - - - - - - - - L} - - - - - - - - - - - - -p - - - - - - ------------------ s - - - -- - - - - -- - - - - / i I I I I I j / / —O ! I I I I / / I I � III A V I I gi !It . 00V \TAKH I II I , � � i CH\ R;A OR 159 T\V---L 121 : • : • I._• IR - H 00 V 1,54 ; -_ -111• 111 4 3 0CCPA\C) STARl SIJ 1__ : ♦♦♦ Jy ...# ♦ 150♦♦ 5 i i _ —111F ji rt ♦♦ I .rrrhlrrri .= ♦♦♦♦ / ///////////(////(/(//////(//// /r//// //////////// I ♦♦♦♦♦ '•o♦♦ 1 ;i /1 ; j P j / / ♦p I I I ♦. .i: • l .-_ r-•1-._-. I // // 1 1 L B L 1 1 L A%//A \\0\ I I i I I I I I RECEIVED 1 I 1 I C iT!.a OF f U K W I L A 1 I I I AUG 31.2018 I; i i i PERMIT CENTE I I , i i j j j i i i j j j j j REVIEWED FOR CODE COMPLIANCE APPROVED SEP 262018 N City of Tukwila BUILDING DIVISION 1ST FLOOR 0 CONSTRUCTION PLAN SCALE:1/8"=1'-0.CO 4 76 1/8° =11-0' biz* 02,,,tnt liiii COPYRIGHT © 2017 SALASOBRIEN INC. i 0 L 0 J V - m W W -� a> O m 0. E re O 0 W N c: W 5 00 CD 5 0) Uc 2 c rn o �'�Q co co N �~ O N WAN v) w co O o V) eN- V) H u- OPP- 6590 U Hi ECT BRENDA AAE ROSS STATE OF WASHING:T€ N INTERGATE SEATTLE SUED /REVISED DATE ERMIT SET- 2ND FLR 04/26/18 ST FLR CLIENT REVIEW 07/20/18 T FLR PERMIT SET 08/27/18 1ST FLOOR CONSTRUCTION PLAN A4.02.01 H F E D c A 2 _ 3 4 5 6 7 S 9 10 11 12 r NEW ASSEMBLY EVERYTHING EXISTING NEW EXHAUST STACK (SEE MECHANICAL) CONNECTION DETAI LS NEW ASSE 1 NEW ASSEMBLY SHEET METAL INFILL EXISTING LOUVER CPARTIAL WEST ELEVATION 3116° =1'-0" SELECTIVE DEMOLITION OF EXISTING LOUVERS REQUIRED EXISTING LOUVER VERIFY WATER PROOFING METHODS W/ SABEY CONSTRUCTION RECE€ VED CiTY OF E UKWILA AUG 31 2018 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2018 City of Tukwila BUILDING DIVISION 4bi?.o7e cc Lu z 0 E 0 0 O cp N.. 0) Iv 0o 0 0 co c0 (13 N O co -0 CNI N 3 I— LL BRENDA AME ROSS STATE OF WASHINGTON z 1.11 expect a difference O a d .0 0 To INTERGATE SEATTLE ISSUED / REVISED DATE PERMIT SET- 2ND FLR 04/26/18 ST FLR CLIENT REVIEW 07/20/18 ST FLR PERMIT SET 08/27/18 COPYRIGHT © 2017 SALASOBRIEN INC. ELEVATIONS A7.00.01 H G F E D c A 2 3 4 5 6 7 8 9 10 11 12 VERTICAL BRACING: FRAMED PARTITIONS W/FINISH MATERIALS ARE GRAPHICALLY INDICATED HERE FOR CLARITY IN REFERENCING DETAILS AND FRAMING ATTACHMENTS. FRAMING, AND FINISH MATERIALS TO DECK ABOVE A��L�i�i1 AT MODIFIED WALLS 6" STEEL STUDS ARE EXISTING AT NEW WALLS ENTIRE ASSEMBLY IS NEW INCLUDE STEEL TO MATCH EXISTING ( 20'0" HEIGHT) 5/8' TYPE X GWB AT BOTH SIDES FOR PLENUM HEIGHTS UP TO 12 FEET PROVIDE 2-1 GA. METAL STUDS. FOR PLENUM HEIGHTS UP TO 15 FEET PROVIDE DOUBLE 2-1/2" 20 GA. METAL STUDS. AN EQUIVALENT SYSTEM MAY BE USED WITH ARCHITECT'S APPROVAL. VERTICAL HANGERS: SUSPENSION WIRES SHALL BE OF 12 GA. SPACED @ 4 FEET O.C. MAXIMUM ALONG EACH MAIN BEAM. SUSPENSION WIRES SPACED AT UP TO 5 FEET O.C. SHALL BE OF 10 GAUGE. EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER WITH A MINIMUM OF THREE TURNS AND TO THE STRUCTURE ABOVE WITH A CONNECTION CAPABLE OF CARRYING NOT LESS THAN 100 POUND ALLOWABLE LOAD. PERIMETER HANGERS: AT ALL LOCATIONS THE TERMINAL ENDS OF EACH MAIN BEAM OR CROSS TEE SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8" FROM EACH WALL WITH 12 GAUGE WIRE. PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. LATERAL FORCE BRACING: HORIZONTAL RESTRAINT SHALL BE PROVIDED BY FOUR 12 GAUGE WIRES SECURED TO THE MAIN BEAM WITHIN 2° OF THE CROSS TEE INTERSECTION AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET OC MAXIMUM IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4 FEET FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. NOTE: SUSPENSION GRID SYSTEM TO BE COMPATIBLE WITH SUSPENDED TILE SPECIFIED. SEE REFLECTED CEILING PLAN FOR SPECIFICATIONS. 1 HR FIRE RATED FULL -HEIGHT PARTITION PARTITION/WALL CONFIGURATIONS PROVIDE ACOUSTIC BATT INSULATION @ ALL PARTITIONS 3/4" =1'-0" OTYPICAL CEILING BRACING G11 A9.10 2° MIN. 8" MAX. WALL VERT. BRACING @ EACH LATERAL BRACING LOCATION. CROSS TEE 12 GA. SPLAY WIRE BRACING IN PLANE OF EACH BEAM. VERTICAL ANGLE = 45 DEGREES MAIN BEAM. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). 4c,1 MINIMUM 3/4" AT ATTACHED WALLS OPERIMETER BEAMS/TEES AT NON -FIXED END INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS 1 1/2"=1'-O" SPREADER BAR OR OTHER SUITABLE SYSTEM REQUIRED TO KEEP PERIMETER COMPONENTS FROM SPREADING APART 2" MIN. c2 EXISTING FLUTED METAL DECK (20 GAGE MINIMUM) WITH CONCRETE. CONTINUOUS STEEL STRAP WITH INTUMESCENT STRIPS _A: _A_ FILL VOID WITH MINERAL FIBER PACKING MATERIALS METAL DECK AND FIREPROOFING (WHERE OCCURS) BEYOND FIRE -RATED JOINT ASSEMBLY CONSISTING OF SLOTTED TRACK WITH INTUMESCENT STRIPS AND OVERLAPPING GYPSUM BOARD. LAYER 8" GWB BOTH SIDE CONSTRUCT PER DESIGN HW -D-0587, PARTITIONS PERPENDICULAR TO DECK FLUTES IHR PARTITIONS PARALLEL TO DECK FLUTES 1 HR, CONSTRUCT PER UL DESIGN HW -D-0587 3° =1'-0" THREE TIGHT TURNS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C)1 WIRE TIE 8" MAX. CTIONS WALL ATTACH AT TWO ADJACENT WALLS WITH POP RIVETS OR APPROVED METHOD FO PERIMETER BEAMS/TEES AT FIXED END LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL BE CONNECTED TO STRUCTURE ABOVE BY (1) 12 GAGE TAUT OR SLACK WIRE LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS, AND AIR TERMINALS/SERVICES WEIGHING MORE THAN 20 POUNDS AND LESS THAN 56 POUNDS SHALL BE CONNECTED TO STRUCTURE ABOVE BY (2)12 GAGE TAUT OR SLACK WIRES ATTACHED AT DIAGONAL CORNERS LIGHT FIXTURES AND AIR TERMINALS/SERVICES WEIGHING MOPE THAN 56 POUNDS AND ALL PENDANT LIGHT FIXTURES SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE USING APPROVED HANGARS LIGHT FIXTURES, AIR TERMINALS, AND SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM OLIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT MAIN TEE OR CROSS TEE (SUSPENSION SYSTEM) HEAVY DUTY FASTEN TO STRUCTURE PER CISCA 3-4 (FIGURES 2, 3, 4, AND 5) AS MODIFIED BY ASCE 7, 2010. SECTION 13.5.6.2.2 5/8 GWB 6" METAL STUDS (PER ICC ES REPORT ESR -3064P), MAXIMUM HEIGHT 20'-0" FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH -SIDE PLUS. APPLIED FINISHES) THIS NOTE IS GENERIC, OTHER DETAILS MAY REQUIRE SOME MODIFICATIONS AT CIP CONCRETE AND POST -TENSIONED CONCRETE PROVIDE HILTI X -U 0.157" DIAMETER POWDER - ACTUATED FASTENERS, EMBED 3/4" PER ESR -2269. 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE IRE CAULKING TYP XISTING CONCRETE FLOORING PTN-TO-FLR CONNECTION FOR SEISMIC SITUATIONS 3„=1,-0, SEISMIC DESIGN CATEGORY D, E, ANF F: PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 1” IN ALL HORIZONTAL DIRECTIONS OSPRINKLER HEAD CLEARANCE EXCEPT AS INDICATED IN DETAILS C AND F, COMPONENTS OF MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SHALL BE INDEPENDENTLY SUPPORTED AND BRACED FROM STRUCTURE 7-- 12 GAGE MINIMUM HANGAR WIRES AT 4'-0" OC EACH DIRECTION - NO MORE THAN 1:6 OUT -OF -PLUMB, TYPICAL WIRE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES MINIMUM AT EACH END OF HANGAR WIRE WITHIN A 3" MAX LENGTH WHERE HANGAR WIRES RE MORE THAN 1:6 0 - 'LUMB, PROVIDE COUNTER-SLOPI WIRES METAL -FRAMED TRAPEZE AS NECESSARY TO AVOID OBSTRUCTIONS MAINTAIN HANGAR WIRE SPACING AND CAPACITY BELOW (IRSTRI I('.TION • OGENERAL SUPPORT ACOUSTICAL CEILING PANELS COMPLY WITH ADDITIONAL PROVISIONS OF ASTM C635, ASTM C636, CISCA 3-4, AND ASCE 7, 2010, SECTION 13.5.6. NOTE: METAL STRUCT SUPPORT SYSTEM IS DESIGN BUILD. CONTRACTOR'S OPTION TO HANG ACP FROM STRUCTURAL SLAB OR METAL STRUT SUPPORT SYSTEM. PROVIDE THE REQUIRED SEISMIC RESTRAINT FOR BOTH THE STRUT AND THE ACP SYSTEMS. I) 11111 il�ll METAL STRUT SUPPORT SYSTEM. FASTEN TO BUILDING SLAB, NOT TO BEAMS, WHERE SUPPORT INTERSECTS A BEAM, STRADDLE SUPPORT ON EITHER SIDE OF BEAM. METAL STRUT TO BE CAPABLE OF SUPPORTING A 50 PSF LOAD. PROVIDE SEISMIC RESTRAINT AS REQUIRED. ATTACH TO BUILDING STRUCTURE ABOVE PER DETAIL: ADD T FOR LIGHT CLEARANCE ATTACH 7/8" CLOSURE ANGLE TO STRUT SYSTEM WITH SCREWS AS REQUIRED ACP CEILING SYSTEM ALT PERIMETER SUPPORT FOR SUSPENDED ACP SYSTEM WITH SQUARE -EDGED TILES 5 6" - 1'-0" A9.00 8" MAXIMUM 117 4 LEAR AT RESTRAINED END ACH DIRECTION 0 SEISMIC CLIP PER ES REPORT ESR -1222 71 - MAIN TEE OR CROSS TEE BEYOND (SUSPENSION SYSTEM) TEGULAR-EDGED ACOUSTICAL CEILING PANEL FASTEN SEISMIC CLIP TO TEES AT RESTRAINED END EACH DIRECTION 7/8" CLOSURE ANGLE ALT PER ! R SUPPORT FOR SUSPENDED SYS WITH SQUARE -EDGED TILES RECERIED Ci6YOF TUKWILA AUG 31 2018 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED 6" = 1'-0" 6 2018 City of Tukwila BUILDING DIVISION biTe•oag-kr w z 0 6590 .- - REGIST ARCHT p 0 0 pN. CD CP C 2 T N +� ^ ^' (0 tD N N N BRENDA MAE ROS STATE OF WASHINGTON Lill Cn expect a differ( O N O t. M N 0 ti C NN (0 Z N ea d Q � � o 4 n•tadia : d ~ fi.yo; N co 0 0 N �y � a 0 0 .0 0 N t toN INTERGATE SEATTLE CO -J T CO o 111) o� ■ N ® cn Q J trO)� ea ch ISSUED/ REVISED ERMIT SET- 2ND FLR ST FLR CLIENT REVIEW ST FLR PERMIT SET DATE 04/26/18 07/20/18 08/27/18 COPYRIGHT © 2017 SALASOBRIEN INC. PARTITION TYPES & ACP DETAILS A9.00.01 H G F 1 2 3 4 5 6 7 8 9 10 11 12 06 TOP OF EXHAUST STACK 10' - 0" ABOVE ROOFLINE k TOP OF SCREEN WALL 8' - 0" ABOVE ROOFLINE SCREEN WALL BEYOND EXISTING NEW GUIDE COLLAR AT ROOF ROOF EL. VARIES 64'-02"-69'-0Z"AFF METAL FLASHING BONNET @ MTL. PANEL WALL PENETRATION NEW GUIDE COLLAR AT THIRD FLOOR 4E 3RD FLOOR `IPEL. 40'- 0" AFF D-3.1 NEW S.S. EXHAUST STACK NEW EXHAUST STACK GUIDE COLLAR ab 2ND FLOOR EL. 20'- 0" AFF 1ST FLOOR � EL.�0'- 0" AFF A-3.1 B-3.1 D-3.1 C-3.1 SECTION @ EXHAUST STACK, TYP. EXISTING MTL. PANEL WALL EXISTING MTL. PANEL WALL 114" =1'-0" HSS4x4x4 STL. STRUT HSS4x4x4 NEW S.S. EXHAUST STACK 1 EXIST MTL. SIDING EXIST. GIRDER B-3.1 E-3. NEW EXHAUST STACK 6 L8x6x2x2' - 6" STEEL ANGLE W/ (4) - 4" 0* EXPANSION ANCHORS @ 9" O.C. • • P • .r CONNECTION @ 3RD FLOOR 314" =1'-0" 0 EXPANSION ANCHOR 4-4" EMBEDMENT, MIN STEEL B - LINE PIPE ROLLER 83114R -18 OR EQUAL 2'-10"MAX 1.1 SS 4X4X2 , TYP. TYP: 1".� 4 SUPPORT COLUMN TOP OF LOUVER 1/2" =1'-0" 4 -1" X Z' STL. PLATE BOLTED ON END 2 - in WINDOW CUT IN SIDE OF HSS FOR ACCESS TO BOLT, TYP H-3.1 2'-118' 2'-68 2'-2" 18" 0 24" INCHES FROM WALL GUIDE COLLAR SECTION Dr - 11/2" =1'-0" EXIST. ROOF ASSEMBLY EXHAUST STACK GUIDE COLLAR - SEE SECT. F - 3.1 L6x6x2 x2'- 6" STEEL ANGLE L4x4x4 STEEL SUPPORT ANGLE @ 2'-0" NEW EXHAUST STACK EXIST. MTL. SIDING EXIST GIRDER C-3.1 16 CONNECTION @ ROOF 3I4" =1'-0" 4 -1- "xi" STL. PLATE, BOLTED TO END NEW EXHAUST STACK 2'-2" HSS4x4x4 EXIST MTL. SIDING ABOVE EXHAL GUIDE - SEE S F-3.1 L6x6xz W/ (4) ANCHC NEW E STACK EXIST. UP Co PANEL SI STARK COLLAR ECT. U - U le x2'-6"STEEL - 4" 0* EXPANSION - d° 16 , 43" Y_ )RS @ 9" O.C. ;HAUST n .. 1 a n ILT IC. EXIST. GIRDER D-3.1 CONNECTION @ CONC. PNL a) 0 o✓ w 2 O 6590 O O C9 1 r ao N E O U L(7 O 0) U N co N ID co co (Cf vN w Q 3 1— LL 3 3/4" =1'-0" uJ ■ expect a difference L3x3x4 WELDED TO HSS 2-Z" WINDOW CUT IN SIDE OF HSS FOR ACCESS TO BOLT, TYP. F-3. GUIDE COLLAR PLAN GUIDE PLATE, BOLT TO HSS PER MFR. 11/2"=.V-0" 8" EXISTING CONC. SLAB 16-3/4" TWO NEW 3"x 3" x 4" CONT. ANGLE W/-1" x 4" WHS @ 2'- 0" O.C. OVERLAPPED IN Z FASHION NEW 18 GA. GALV. - W2 FORMLOK DECK GRATE IS 16" WIDE NOMINAL. VERIFY EXACT DIMENSIONS WITH MANUFACTURER. NEW #4 @ 18" O.C. INTO EXISTING SLAB '1' • 0 12" 2 c • • • TYPICAL TRENCH SECTION 1 N.T.S. NEW 6" WIDE CONC SLAB NEW 5 Z" SLAB W/ 6x6 W 1.4 x W.1.4 WWF. NEW #4 @ 12" O.C. VERTICAL NEW #4 @ 12" O.C. HORIZONTAL NEW 6" WIDE CONC WALL SPECIAL INSPECTION REQUIRED FOR EPDXY ANCHORS. MATCH EXISTING CONDITIONS VERIFY DIMENSIONS W/ EXISTING CONDITIONS MIN. BAR COVERAGE 1 Z INCHES RI:OFIV FE) Ci t, OF t UK'aViLA AUG 31 2018 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2018 City of Tukwila BUILDING DIVISION N 0 N• 8 o c � < at 01 ,CU " .0 1 IT_ to a+ r • 3 o to O a. INTERGATE SEATTLE ISSUED / REVISED DATE PERMIT SET- 2ND FLR 04/26/18 1ST FLR CLIENT REVIEW 07/20/18 ST FLR PERMIT SET 08/27/18 COPYRIGHT © 2017 SALASOBRIEN INC. WALL SECTION AND DETAILS A9.01.01